Road geometry matching with componentized junction models

ABSTRACT

In one embodiment, a method for road geometry matching with componentized junction models is provided. The method includes receiving a plurality of predefined road component models, receiving map data representing a physical road junction, selecting a subset of the plurality of road component models to characterize the physical road junction represented by the received map data, and defining a road junction configuration for the physical road junction with the selected road component models.

This application is a continuation under 35 U.S.C. § 120 and 37 C.F.R. § 1.53(b) of U.S. patent application Ser. No. 15/088,317 filed Apr. 1, 2016, the disclosure of which is incorporated herein by reference in its entirety.

FIELD

The following disclosure relates to turn-by-turn navigation applications, and more particularly to providing turn-by-turn navigation for road junctions.

BACKGROUND

Map data and other geographic data are used by computer based systems to provide useful features to users. For example, computer based systems may identify routes to destinations or other points of interest. A navigation system may determine the optimum route to be taken by the end user to travel from an origin to a destination location from map data stored in a map database. Similarly, the navigation system may query the map data for nearby points of interest, or provide other map-related functions. The navigation system may provide a map view images and instructions to the user based on the queried map database and map data. The images may include road intersections or junctions. However, the intersections or junctions provided by the navigation system may not accurately match real world intersections or junctions.

SUMMARY

In one embodiment, a method for road geometry matching with componentized junction models is provided. The method includes receiving, over a network, a plurality of predefined road component models, receiving, over the network, map data representing a physical road junction, selecting, using a processor, a subset of the plurality of road component models to characterize the physical road junction represented by the received map data, and defining, using the processor, a road junction configuration for the physical road junction with the selected road component models.

In another embodiment, an apparatus for road geometry matching with componentized junction models is provided. The apparatus includes at least one processor and at least one memory including computer program code for one or more programs. The memory and the computer program code is configured to cause the apparatus, with the processor, to receive a plurality of predefined road component models, to receive map data comprising line segments representing a physical road junction, to select a subset of the plurality of road component models to characterize the physical road junction represented by the received map data and to model the physical road junction using the selected subset of the plurality of road component models.

In another embodiment, a non-transitory computer readable medium is provided including instructions that when executed are operable to match a road geometry with componentized junction models. The instructions include receiving a plurality of road component models and receiving map data comprising line segments representing a physical road junction. The instructions also include, using the received map data, selecting a fork component model from the plurality of road component models for characterizing a divergence or a convergence in the physical road junction, selecting a plurality of straight component models from the plurality of road component models for characterizing one or more sequences of connected straight line segments, selecting a straight component model or a curved component model from the plurality of road component models for each line segment leading from the divergence or convergence that is not part of the one or more sequences of connected straight line segments, and selecting a straight component model or a curved component model from the plurality of road component models for each line segment that is not leading from the divergence or convergence and that is not part of the one or more sequences of connected straight line segments.

BRIEF DESCRIPTION OF THE DRAWINGS

Exemplary embodiments of the present invention are described herein with reference to the following drawings.

FIG. 1 illustrates an example map developer system according to an embodiment.

FIG. 2 illustrates an example of two road junction types.

FIG. 3 illustrates an example of a single decision point situation including a cloverleaf-style destination link.

FIGS. 4-5 illustrate an example of a set of supported road junction archetypes according to an embodiment.

FIG. 6 illustrates an originating link with three lanes connecting to a straight destination link with two lanes and an exit destination link with one lane.

FIG. 7 illustrates an originating link with three lanes connecting to a straight destination link with two lanes and an exit destination link of two lanes.

FIG. 8 illustrates an originating link with two lanes connecting to a straight destination link with two lanes and an exit destination link of one lane.

FIG. 9 illustrates an originating link with three lanes connecting to a straight destination link with two lanes and an exit destination link of two lanes.

FIGS. 10A-10D illustrate examples of component models for modeling a physical road junction according to an embodiment.

FIG. 11 illustrates an example of driving path splines.

FIG. 12 illustrates an example of driving guidance using driving path splines.

FIG. 13 illustrates a flowchart diagram of an embodiment of a method for constructing a componentized junction model using a look-aside table.

FIGS. 14A-14B illustrate an example of a componentized junction model according to an embodiment.

FIGS. 15A-15B illustrate another example of a componentized junction model according to an embodiment.

FIGS. 16A-16B illustrate another example of a componentized junction mode according to an embodiment.

FIGS. 17A-17B illustrate another example of a componentized junction mode according to an embodiment.

FIGS. 18A-18B illustrate another example of a componentized junction mode according to an embodiment.

FIGS. 19-20 illustrate another example of a set of supported road junction archetypes according to an embodiment.

FIGS. 21A-21B illustrate an example of generating physical road junction models using componentized junction models with variable geometries according to an embodiment.

FIG. 22 illustrates an example server device according to an embodiment.

FIG. 23 illustrates an example flowchart for the server device of FIG. 22 according to an embodiment.

FIG. 24 illustrates an example mobile device according to an embodiment.

FIG. 25 illustrates an example flowchart for the mobile device of FIG. 24 according to an embodiment.

FIG. 26 illustrates an example of road geometry matching with componentized junction model.

FIG. 27 illustrates another example flowchart for the server device of FIG. 22 according to an embodiment.

FIG. 28 illustrates another example flowchart for the mobile device of FIG. 24 according to an embodiment.

DETAILED DESCRIPTION

Some current navigation systems use unique two-dimensional (2D) junction view images or 2D renderings of three-dimensional (3D) junction models for every junction in a map database (e.g., still images for each road junction). Storing unique junction view images or unique models for each junction is very space-intensive. Other navigation systems use a limited set of generic 2D junction view images or 3D junction models to approximate actual junction configurations. Using generic junction view images or generic models is space-efficient, but yields limited fidelity with respect to the accuracy of junction topology, junction geometry, lane counts, and lane connectivity between road segments, and increasing fidelity requires a disproportionate increase in storage needs, often exponentially. Many of the these navigation systems also use a building block approach for constructing junction view images that focus on modeling the topology of road junctions without modeling details of road curvature and positioning. There remains a need for navigation systems to be able to display junction view images for a very large variety of road junction configurations with reasonable verisimilitude using a relatively small amount of data in a storage-constrained system in order to provide guidance to users prior to performing driving maneuvers.

The following embodiments describe systems and methods for componentized junction models. A set of seamlessly interconnectable three-dimensional (3D) models of short road segments are provided that vary by shape and lane counts. The 3D models are assembled in various combinations to create a 3D model of an entire physical road junction. The complete model of the physical road junction may be rendered and displayed as a junction view image, using a static 2D rendering, a 3D animated view of the 3D model, or the like.

The following embodiments also describe system and methods for matching road geometries with componentized junction models. Junction view images may be improved by matching the general shape of the road to a set of 3D component models of short road segments, improving the accuracy, depiction and orientation of the road junction in the rendered view images. A set of component models is defined to include a variety of curvatures and possibly lengths. A matching algorithm may be performed to select the component models that best match the road geometry (e.g., shape, curvature, length, positioning, etc.) from source map data representing a physical road junction.

According to one or more embodiments, the interconnectable 3D component models are predefined with each component segment representing a short road segment. For example, the 3D component models may be divided into three general segment types or categories, such as: straight segments; curve segments; and fork segments (e.g., where one road segment splits into two or more road segments). The 3D component models also vary by shape and lane count within each segment type. For example, curve segments may bend left or right, may bend sharply or gradually, and/or may bend over a short or long distance. Further, curve segments may represent an ascending or descending cloverleaf ramp. Additionally, lane counts may vary within a single component model. For example, a straight component model may provide two lanes that expand to four lanes.

A set of supported junction configurations is also defined. Each junction configuration corresponds to a predefined set of 3D component models assembled in a specific way to generate a complete 3D model of a physical junction. Physical, actual real world road junctions may be mapped by an algorithm to determine the closest fitting junction configuration from the supported set of configurations. For any physical junction, the junction configuration that best fits the physical junction may vary depending on the route a navigation system chooses to navigate through the physical road junction (e.g., accuracy along the driven route is often a priority over accuracy of other parts of the 3D model that represent non-driven routes).

The embodiments may allow for a navigation system to generate and render a junction model, and display a road junction view in an extraordinarily space-efficient manner given the number of different approximated junction configurations supported by the navigation system. Further, the desired average fidelity of the junction model approximations may be increased or decreased by varying the number and type of component models included or defined, allowing the navigation system to be tailored to hardware limitations and the desired accuracy and fidelity of the end application. For example, in one embodiment, using approximately 2,500 component models, a navigation system may support more than 10²⁴ different junction configurations. Further, in another embodiment, using approximately 750 components, roughly 10²³ different junction configurations may be supported. In both instances, a reasonable storage footprint is maintained on the navigation device.

FIG. 1 illustrates map developer system according to an embodiment. The system 120 includes mobile devices 122 (e.g., navigation devices and/or assisted driving systems), a server 125 (e.g., a “cloud” server and/or a map developer system) and a network 127 (e.g., a cellular network). The databases 123 a and 123 b may be map databases including road links, segments and junctions. Additional, different, or fewer components of system 120 may be provided. For example, many varieties of mobile devices 122 may connect with the network 127, including mobile telephones, navigation systems, personal computers, assisted driving vehicles, etc. Assisted driving vehicles include autonomous vehicles, highly assisted driving (HAD) and advanced driving assistance systems (ADAS). An assisted driving device 122 may be included in the vehicle.

In an embodiment, the server 125 or a mobile device 122 identifies a road junction from the map database 123 a or 123 b, respectively. The map databases 123 a and 123 b include generalized 3D model templates or configurations of road junctions, rather than 2D images for each road junction, in order to provide realistic lane counts, lane connectivity, and road shapes for the physical road junctions. The generalized 3D model templates or configurations provide a complete specification of all road segment components needed to assemble a complete 3D model of a road junction and information on how to assemble the road segment components into the 3D model. The 3D model templates also include overpass and underpass road junction representation information. The map databases also include a look-aside table (LAT) used to store and identify each physical road junction that is supported. A 3D model will be displayed using the road junction template that best matches the physical road junction. In an example, map data for each physical road junction is added to the map database 123 a and/or 123 b (e.g., a core map) and is used to determine which model template best fits the physical road junction (e.g, using an algorithm). Junction inclusion rules may be performed to identify which physical road junctions that will be associated with 3D model templates. For example, off-ramps and highway-to-highway connectors may be included, while T-shaped or four-way intersections and roundabouts may be excluded. However, in other examples, additional, different or fewer model templates may be provided for other physical road junctions types.

FIG. 2 illustrates an example of two generalized road junction types. In this example, road junctions are generally one of two types: a single decision point situation (SDPS); or a multiple decision point situation (MDPS). Additional, different or fewer generalized road junction types may be included, such as three-way, four-way and higher order decision point situations. For example, implementations for two-way splits in a roadway can be expanded to other implementations to support three-way, four-way, and higher order roadway splits. As depicted in FIG. 2, each decision point situation includes an originating link that is the road segment immediately preceding a divergence, referred to as a decision point. Each decision point situation includes destination links that are the road segments following a decision point. For example, single decision point situations (SDPS) include an originating link that divides into one or more destination links. FIG. 2 depicts a SDPS with an originating link dividing into exactly two destination links. Multiple decision point situations (MDPS) include an originating link that divides into one or more links, including a destination link and an intermediate link. Intermediate links provide a continuous path between two decision points and are not considered destination links. For example, after a first decision point (DP1), an intermediate link leads to a second decision point (DP2). An intermediate link then divides into one or more destination links. One or more intermediate lanes may divide DP1 from DP2. In an example, the second decision point occurs within a limited distance from the first decision point (e.g., 250 meters). FIG. 2 also depicts a multiple decision point situation (MDPS) dividing into exactly two links: a destination link and an intermediate link. The intermediate link then divides again into exactly two more destination links.

FIG. 3 illustrates an example of a single decision point situation including a cloverleaf-style destination link. Road junctions that include cloverleaf-style overpasses or underpasses along the driven path may receive special treatment, as discussed below. A 3D model for a road junction includes an overpass or underpass if a destination link or intermediate link circles back and crosses over the path of the originating link at a different grade within a set distance (e.g., ascending or descending). Additional overpasses and underpasses that may be visible to a driver navigating a physical road junction may not be displayed.

FIGS. 4-5 illustrate an example of a set of supported road junction archetypes. For example, a right or left exit designates that after a decision point, one path continues in the same general direction set by the originating link and another exit path veers off to the right or left. A bifurcation designates that two paths diverge from the originating link such that no path continues in the same general direction set by the originating link (e.g., may be modeled as a symmetric “Y” shaped intersection that smoothly veers away from the general direction set by the originating link). Each supported road junction may be coded using a syntax or other methodology for identifying each type of road junction. For example, FIGS. 4-5 include a syntax for identifying various road junction archetypes for single and multiple decision point situations. As depicted in FIGS. 4-5, each type of decision point situation is described using the following syntax: “R” representing a right exit; “L” representing a left exit; “B” representing a bifurcation; “h” representing a horizontal fork or curve; “u” representing an ascending or upward curve; and “d” representing a descending or downward curve.

In addition to the road junction archetypes, the 3D model of a physical road junction may also include accurate lane counts and lane connectivity for the junction. For example, for each physical road junction fitting an archetype, the number of lanes in the originating link, destination links, and intermediate links can vary. Modeling accurate lane counts for originating and destination links may be simple to implement because each originating or destination link is a single link connected to a single decision point. However, intermediate links may include multiple links between two decision points of a MDPS junction, with each intermediate link having a different lane count and lane connections. For example, overpass and underpass junctions often have different lane counts between intermediate links. Including accurate lane counts and connectivity for intermediate links may increase the complexity of the model, therefore intermediate links may be represented in an abstract manner to simplify the design and limit complexity of junction models. Further, for junctions that do not include an overpass or underpass, the entire chain of intermediate links may be treated as a single intermediate link. In this example, the lane count used for modeling a single representative intermediate link is determined by the intermediate link immediately preceding the second decision point.

For road junctions that include an overpass or underpass, treating intermediate links as a single link may not be desirable because the number of lanes in a cloverleaf exit may be as important to a user visually as the number of lanes in the overpass or underpass road segment (e.g., if the intermediate links lead to a second decision point). For this reason, overpass and underpass junctions may be modeled accurately with the correct number of lane counts for each road segment (e.g., with other intermediate segments abstracted). In this example, when a ramp lane count differs from an overpass or underpass lane count, a transition may be provided to join the cloverleaf ramp with the overpass or underpass.

Accurate lane connectivity may also be modeled for a road junction. For different variations in lane counts for a given archetype, the lanes in the originating link connect to the lanes in the destination links in various ways. For example, lanes may connect directly, or may connect by splitting, adding or removing lanes. For example, FIGS. 6-9 depict examples of lane connectivity with segments of varying lane counts. FIG. 6 depicts an originating link with three lanes connecting to a straight destination link with two lanes and an exit destination link with one lane. As depicted in FIG. 6, every lane in the originating link connects directly to a lane in one of the destination links. FIG. 7 depicts an originating link with three lanes connecting to a straight destination link with two lanes and an exit destination link of two lanes. As depicted in FIG. 7, the center lane of the originating link splits into two lanes, with one lane connecting to a lane of the straight destination link and one lane connecting to the exit destination link. FIG. 8 depicts an originating link with two lanes connecting to a straight destination link with two lanes and an exit destination link of one lane. As depicted in FIG. 8, a lane is added to the left lane of the originating link and connects to the two lanes of the straight destination link. The right lane of the originating link connects directly to the lane of the exit destination link. Lanes may be removed in the same manner. FIG. 9 depicts an originating link with three lanes connecting to a straight destination link with two lanes and an exit destination link of two lanes. As depicted in FIG. 9, the left lane is removed from the originating link and the right two lanes connect to the two lanes of the straight destination link. The right lane of the originating link splits and connects to the left lane of the exit destination link. A lane is added to the originating link and connects to the right lane of the exit destination link.

In the examples provided above, the addition and removal of lanes is one methodology to accurately model lane connectivity. As such, the lane additions and removals may not exactly match the lane connectivity reality. However, adding and removing lanes in the model produces accurate lane connectivity for visualizing a road junction. For example, in FIG. 8, the leftmost originating lane connects to both lanes in the left destination link. This is modeled by adding a lane on the left side of the originating link just before the split point. In FIG. 9, removing a lane on the left of the originating link and adding a lane on the right is modeled such that all three originating lanes continue straight and only the rightmost lane exits to the right. In these examples, the accuracy of the modeled connectivity is more important than accurate lane counts.

Given the number of possible lane and connectivity variations for the road junction archetypes, a syntax or naming convention for constructing the 3D model may be used. For example, to construct single decision point situations, the following naming convention may be used: A BCD EFGH Z; where A represents the junction configuration, BCD represents the originating link lane counts, EFGH represents the destination link lane counts, and Z represents the conditional overpass or underpass lane count. Using this example naming convention, the following rules may be applied to model a physical road junction. For example, A is the type of decision point, with “R” for right exit, “L” for left exit, or “B” for bifurcation at the decision point. B is the number of originating lanes leading to the decision point. For a right or left exit (e.g., if A is “R” or “L”), C is the number of originating lanes leading to the straight-on path, D is number of originating lanes leading to the exit path, E is type of the straight-on destination path, with “h” for a normal horizontal road (e.g., cloverleaf ramps may not be allowed), F is number of destination lanes in the straight-on destination path, G is the type of the exiting destination path, with “h” for a normal horizontal road, “u” for ascending (up) cloverleaf ramp, and “d” for descending (down) cloverleaf ramp, and H is number of destination lanes in the exiting path. For a bifurcation (e.g., if A is “B”), C is the number of originating lanes leading to the left path, D is the number of originating lanes leading to the right path, E is the type of the left destination path, with “h” for a normal horizontal road, “u” for ascending (up) cloverleaf ramp, and “d” for descending (down) cloverleaf ramp, F is the number of destination lanes in the left path, G is the type of the right destination path, with “h” for a normal horizontal road, “u” for ascending (up) cloverleaf ramp, and “d” for descending (down) cloverleaf ramp, H is the number of destination lanes in the right path, and Z is the number of overpass or underpass lanes (e.g., only present if E or G is “u” or “d”) allowing the lane count of the road crossing over or under to differ from the lane count of the cloverleaf ramp destination path. The archetypes in FIG. 4 are labeled AEG.

To construct multiple decision point situations, the following naming convention may be used: A BCD EFGH J K LMN PQRS Z. A represents the junction configuration, BCD represents the originating link lane counts, EFGH represents the first destination and intermediate link(s) lane counts, J represents the side of the second decision point, K represents the second decision point junction configuration, LMN represent intermediate link lane counts, PQRS represent the second decision point destination link lane counts, and Z represents the conditional overpass or underpass lane count. Using this example naming convention, the following rules may be applied to model a physical road junction. For example, A is the type of the first decision point, with “R” for right exit, “L” for left exit, or “B” for bifurcation at the first decision point. B is the number of originating lanes leading to the first decision point. For a right or left exit (e.g., if A is “R” or “L”), C is the number of originating lanes leading to the straight-on path of the first decision point, D is number of originating lanes leading to the exit path of the first decision point, E is type of the straight-on destination path, with “h” for a normal horizontal road (e.g., cloverleaf ramps may not be allowed), F is number of destination lanes in the straight-on destination path of the first decision point, G is the type of the exiting destination path of the first decision point, with “h” for a normal horizontal road, “u” for ascending (up) cloverleaf ramp, and “d” for descending (down) cloverleaf ramp, and H is number of destination lanes in the exiting path of the first decision point. For a bifurcation (e.g., if A is “B”), C is the number of originating lanes leading to the left path of the first decision point, D is the number of originating lanes leading to the right path of the first decision point, E is the type of the left destination path of the first decision point, with “h” for a normal horizontal road, “u” for ascending (up) cloverleaf ramp, and “d” for descending (down) cloverleaf ramp, F is the number of destination lanes in the left path of the first decision point, G is the type of the right destination path of the first decision point, with “h” for a normal horizontal road, “u” for ascending (up) cloverleaf ramp, and “d” for descending (down) cloverleaf ramp, and H is the number of destination lanes in the right path of the first decision point.

For the second decision point, J identifies whether the second decision point is reach from the right or left branch (e.g., “R” for right and “L” for left), K is the type of the second decision point, with “R” for right exit, “L” for left exit, or “B” for bifurcation at the second decision point, L is the number of intermediate lanes leading to the second decision point. For a right or left exit (e.g., if K is “R” or “L”), M is the number of intermediate lanes leading to the straight-on path of the second decision point, N is number of intermediate lanes leading to the exit path of the second decision point, P is type of the straight-on destination path, with “h” for a normal horizontal road (e.g., cloverleaf ramps may not be allowed), Q is number of destination lanes in the straight-on destination path of the second decision point, R is the type of the exiting destination path of the second decision point, with “h” for a normal horizontal road, “u” for ascending (up) cloverleaf ramp, and “d” for descending (down) cloverleaf ramp, and S is number of destination lanes in the exiting path of the second decision point. For a bifurcation (e.g., if K is “B”), M is the number of originating lanes leading to the left path of the second decision point, N is the number of originating lanes leading to the right path of the second decision point, P is the type of the left destination path of the second decision point, with “h” for a normal horizontal road, “u” for ascending (up) cloverleaf ramp, and “d” for descending (down) cloverleaf ramp, Q is the number of destination lanes in the left path of the second decision point, R is the type of the right destination path of the second decision point, with “h” for a normal horizontal road, “u” for ascending (up) cloverleaf ramp, and “d” for descending (down) cloverleaf ramp, and S is the number of destination lanes in the right path of the second decision point. Z is the number of overpass or underpass lanes (e.g., only present if E or G is “u” or “d”) when the overpass or underpass does not lead to the second decision point, allowing the lane count of the road crossing over or under to differ from the lane count of the cloverleaf ramp destination path. For example, the following combinations may be permissible: if A is “B”, E is “u” or “d”, and J is “R”, then the left branch is a cloverleaf ramp and the right branch leads to the second decision point; if A is “L”, G is “u” or “d”, and J is “R”, then the left branch is a cloverleaf ramp and the right branch leads to second decision point; and if A is “R” or “B”, G is “u” or “d”, and J is “L”, then the right branch is a cloverleaf ramp and the left branch leads to second decision point. Additional, different or fewer combinations may be provided. Based on naming scheme discussed above, the archetype for a MDPS junction as shown in FIG. 5 is defined by AEGJKPR. This naming scheme is provided as an exemplary embodiment of componentized junction templates. Other naming conventions may be employed. Further, additional naming convention examples are provided below and in the figures that combine template names and with other concepts disclosed herein.

In the example naming convention provided above, lane count limits may be provided. For example, setting limits on the number of lanes represented for the originating, destination and intermediate links may limit the total number templates required, simplifying the implementation, but may result in less accurate junction models. In an implementation, the following lane count limits may be provided: originating links may be one to eight lanes; straight-on destination or intermediate link lanes may be one to eight lanes; exiting destination or intermediate link lanes (e.g., non-cloverleaf ramps) may be one to eight lanes; exiting destination or intermediate link lanes (e.g., cloverleaf ramps) may be one to two lanes; destination link lanes after a bifurcation may be one to eight lanes; and overpass or underpass lanes may be one to eight lanes. Further, adding and removing lanes may be limited, such as a maximum of two originating or intermediate link lanes may be removed at a decision point along one path through that decision point and a maximum of four destination or intermediate link lanes may be added at decision point along one path through that decision point. Additional, different or fewer lane count limits may be provided.

Using the naming convention discussed above, accurate three-dimensional models of physical road junctions are constructed using component models of short road segments that vary by shape and lane counts. The component models are selected using the naming convention described above, and are connected together to model the physical road junction. In this example, the junction template name indicates a specific set of component models that are used to generate the road junction model. Using the syntax discussed above, three categories of component models are used: straight components; fork components; and curve components. Straight components model a straight segment of road with a specified lane count, and may have lanes added or removed on either side. Fork components model a path divergence (e.g., either a left exit, right exit, or bifurcation) with a specified lane count. In this example, lanes are not added or removed from a fork component, but lanes may split and follow one or more paths of a fork component. Curve components model a curved segment of road with a specified lane count. In this example, lanes are not added or removed from a curve component.

FIGS. 10A-10D depict examples of component models for modeling a physical road junction. Another syntax or naming convention may be used for identifying the component models. For example, straight component models may adhere to the following convention: SXYZ. As depicted in FIG. 10A, “S” indicates a straight component, “X” represents number of lanes at the near end (in the driving direction) of the component model, “Y” represents the change in number of lanes on the left side between the near and far ends of the component model (e.g., positive when adding lanes and negative when removing lanes), and “Z” represents the change in number of lanes on the right side between the near and far ends of the component model (e.g., positive when adding lanes and negative when removing lanes). Further, curve component models may adhere to the following convention: CXYZ. As depicted in FIG. 10B, “C” indicates a curved component, “X” represents direction of the curve (e.g., “L” for a curve that bends left and “R” for a curve that bends right), “Y” represents the curve type (e.g., “h” for a normal horizontal curve, “u” for an ascending (up) cloverleaf ramp and “d” for a descending (down) cloverleaf ramp), and “Z” represents the lane count for the curve. Finally, for component models may adhere to the following convention: FAB.CD. As depicted in FIG. 10C, “F” indicates a fork component, “A” represents the fork direction (“R” for a right exit, “L” for a left exit or “B” for a bifurcation), and “B” represents the lane count at the near end of the component (e.g., may be a one-digit or two-digit number, hence the need for the period between “B” and “C”). If “A” is “R” or “L”, then “C” represents the destination lane count on the straight path and “D” represents the destination lane count on the exit path. If “A” is “B”, then “C” represents the destination lane count in the left path and “D” represents the destination lane count in the right path. Various component models connect together by mating their accessors. FIG. 10D depicts an example of the accessors for each type of component, along with an example naming convention (e.g., “Start,” “Left End,” etc.). For example, an accessor of n lanes in a given component model connects seamlessly to an n lane accessor of any other model.

Component models may also include driving path splines. As depicted in FIG. 11, driving path splines run down the center of each lane and are used to define a path of travel through the road junction model (e.g., for each lane-level path). For example, driving path splines are used to define a path for lane change maneuvers in straight component models where lanes are added and/or removed. Lane change splines may also be used to trace paths for guidance arrows in MDPS junctions. For example, in FIG. 12, lane change splines are used for guidance through a second decision point (DP2) that follows a cloverleaf ramp. In some implementations, lane change guidance is only provided through cloverleaf ramps.

In another implementation, junction templates may include lane change guidance before reaching a road junction. For example, lane change guidance may be provided using a straight segment of a constant lane width (e.g., S100, S200, . . . , S800) placed before the first segment of the road junction. In this implementation, the straight road segment will have splines showing all possible lane changes and with metadata labels associated with each spline. For example, FIG. 11 depicts lane change splines for various component segments, with the spline information referenced by a metadata label. In some implementations, components used to provide lane change guidance and those assembled to form junction models may differ. For example, lane change models and junction models may be generated separately and joined together and so as to appear as a single model. Lane change guidance models may be generated separately with different characteristics.

As discussed above, each junction template identifies a set of component models to be connected together in a particular way. Each component model is provided with a different label (e.g., according to a naming convention). In an implementation, each junction template is provided a row in a look-aside table (LAT) and the corresponding component labels for each junction template are included in columns of a look-aside table (e.g., containing the specific component model names for the junction template). Further, a different junction template may be specified for each route through a given junction archetype. Alternatively, one junction template may be used for all routes through a junction archetype. In this implementation, the look-aside table contains a set of rows for each different junction archetype. Each row represents one route through a junction archetype. For example, assuming only two-way splits, a junction archetype with a single decision point situation has two rows in the look-aside table (e.g., one row for each route through the road junction). A junction archetype with a multiple decision point situation has three rows in the look-aside table (e.g., the second decision point of every multiple decision point junction may be represented by a separate single decision point situation junction). Using a LAT is only one exemplary implementation, thus listing the component models in LAT columns is not always necessary. For example, component models may be derived from the junction template name.

When a look-aside table is used, not all columns (e.g., component model parts) are used in every junction. When component model part is unused, the column will be left blank. Additionally, fillers may be used to extend the ends of components to fill up space to achieve a desired model size. For example, fillers may be used to prevent small models from abruptly ending or to decrease the model size and complexity by decreasing the number of components in each model. The filler counts may not be derived from the template name. When a filler part name is blank, the corresponding count value will also be left blank. In this implementation, the following columns are included in the look-aside table for each route:

DP_NODE_ID First decision point's Node ID. ORIGINATING_LINK_ID Origin Link ID (PVID) - link immediately prior to and entering the first decision point. DEST_LINK_ID Destination link ID (PVID) - links immediately following and exiting the decision point. JUNCTION_TEMPLATE_NAME Indicates the junction template to display for this route through this decision point. SIDE Indicates whether the destination link is leftmost (‘L’), rightmost (‘R’), or middle (‘M’) when viewed from the origin link on entering the first decision point. This also indicates which arrows in the junction model to display when travelling from the origin link to the destination. LATITUDE The latitude of the first decision point. LONGITUDE The longitude of the first decision point. MDPS Indicates if given record is part of a multiple decision point (‘Y’/‘N’). ‘N’ for SDPS junctions. DP2_NODE_ID Decision point #2 node ID. DP1_INCOMING Component model used in the named position within the junction template. DP1_INCOMING_FILLER Component model used in the named position within the junction template. DP1_INCOMING_FILLER_COUNT Number of DP1_INCOMING_FILLER parts to include. DP1_FORK Component model used in the named position within the junction template. DP1_OUTGOING_1 Component model used in the named position within the junction template. DP1_OUTGOING_1_FILLER Component model used in the named position within the junction template. DP1_OUTGOING_1_FILLER_COUNT Number of DP1_OUTGOING_1_FILLER parts to include. DP1_OUTGOING_2 Component model used in the named position within the junction template. DP1_OUTGOING_2_FILLER Component model used in the named position within the junction template. DP1_OUTGOING_2_FILLER_COUNT Number of DP1_OUTGOING_2_FILLER parts to include. DP1_MERGE Component model used in the named position within the junction template. DP1_MERGE_INCOMING Component model used in the named position within the junction template. DP1_MERGE_INCOMING_FILLER Component model used in the named position within the junction template. DP1_MERGE_INCOMING_FILLER_COUNT Number of DP1_MERGE_INCOMING_FILLER parts to include. DP1_MERGE_OUTGOING Component model used in the named position within the junction template. DP1_MERGE_OUTGOING_FILLER Component model used in the named position within the junction template. DP1_MERGE_OUTGOING_FILLER_COUNT Number of DP1_MERGE_OUTGOING_FILLER parts to include. DP2_INCOMING Component model used in the named position within the junction template. DP2_FORK Component model used in the named position within the junction template. DP2_OUTGOING_1 Component model used in the named position within the junction template. DP2_OUTGOING_1_FILLER Component model used in the named position within the junction template. DP2_OUTGOING_1_FILLER_COUNT Number of DP2_OUTGOING_1_FILLER parts to include. DP2_OUTGOING_2 Component model used in the named position within the junction template. DP2_OUTGOING_2_FILLER Component model used in the named position within the junction template. DP2_OUTGOING_2_FILLER_COUNT Number of DP2_OUTGOING_2_FILLER parts to include.

FIG. 13 illustrates a flowchart diagram of an embodiment of a method for constructing a componentized junction model using a look-aside table. The method is implemented by the system of FIG. 1, 22 (discussed below), 24 (discussed below) and/or a different system. Additional, different or fewer acts may be provided. The method is provided in the order shown. Other orders may be provided and/or acts may be repeated.

At act 101, a full or partial route through a physical road junction is calculated or received by a navigation system. At act 103, a junction template for a route through the physical road junction is identified. The identified junction template corresponds with the physical road junction. For example, the junction template is located in a look-aside table. The row located in the look-aside table includes a list of component models and other information used to generate a three-dimensional model of the physical road junction. At act 105, the junction template is looked up in the look-aside table to access information from the corresponding row (e.g., accessing a list of component models used to model the physical road junction). The component models are selected using construction rules that narrow down the possible component models to specific component model names. At act 107, a model of the physical road junction is generated by assembling the selected component models in the specific order provided by the look-aside table.

For example, FIGS. 14-18 depict various examples of generating physical road junction models using componentized junction models. FIGS. 14A-14B depict a model of a junction named R321h2h1. FIGS. 15A-15B depict a model of a junction named L322h3h2LB221h2h1. FIGS. 16A-16B depict a model of a junction named R211h2u23. FIGS. 17A-17B depict a model of a junction named R431h2u1RR322h3h1. FIGS. 18A-18B depict a model of a junction named R431h2u1LR211h1h13. As depicted in FIGS. 14-18, the junction template names, such as R321h2h1, completely and unambiguously identify the component models that must be used to construct a complete 3D junction model and how the component models all fit together to generate a road junction model. In these examples, the road junction shapes adhere to a set of pre-defined stylized patterns (e.g., using an algorithm or human judgment). Using the generalized component models, the road junction model may or may not realistically or closely match the shape of the physical road junction.

In other embodiments, a naming convention or other methodology for categorizing physical road junctions does not specify the specific component models to be used to construct the junction. In these embodiments, the model is constructed using conditional logic. For example, FIGS. 19-20 illustrate another example of a set of supported road junction archetypes. In this example, the component models may be arranged in many positions defined by an existing junction template by using variable component models of one of multiple different shapes (e.g., various exit angles, curve angles, etc.). There are nearly an infinite number of ways each component model may vary, therefore the junction model generated may more closely match the real world geometry of the physical road junction. Using a variable component models, a complete junction definition specifies each variant at every position in the road junction. For example, a naming convention as described above may be modified by adding additional information regarding the variable component models. Additional information is appended to the end of the existing junction template names. In this example, the naming convention and junction modeling may be simplified by removing the distinction in fork geometry to reflect a generalized and variable fork component models (i.e., right exits, left exits and bifurcations may no longer be distinguished). In this example, all forks are considered bifurcations, but by varying the shapes of the components used, junction models can still represent right exits and left exits with even greater accuracy.

In this example, the naming convention for the component models include two additional variables for each path. For example, for each component model, the naming convention includes a two digit angle variable. For a curved component model, a left curve is identified by “L”<turn angle> (e.g., “L15” is a left curve at 15 degrees) and a right curve is identified by “R”<turn angle> (e.g., “R20” is a right curve at 20 degrees). For each fork component model, the fork is identified by “F”<angle of left path>.<angle of right path> (e.g., “F0.25” is a right exit at 25 degrees). In cases where a variable is unused, the variable is set to “_” (underscore) as a placeholder for the variable (e.g., because the components of the naming convention are positional). Further, to more accurately model a road junction, extenders are used to accurately model the path leading to and away from decision points. For example, one or more extenders are used to model a distance before and after a decision point. For example, a threshold number of extenders (e.g., two extenders before and after each decision point) or a threshold distance (e.g., 250 meters before and after each decision point) may be used.

Thus, a syntax or naming convention for constructing the 3D model of the physical road junction may be used including the additional variables for the component models. For example, to construct single decision point situations, the following naming convention may be used: BCD EFG Z/d/efg/hij/stu/v/wxy; where BCD represents the originating link lane counts, EFGH represents the destination link lane counts, Z represents the conditional overpass/underpass lane count, d represents the first decision point fork type, efg represent the first decision point destination path type, hij represent the first decision point destination path type, stu represent the conditional first decision point incoming path type, v represents the conditional first decision point merge type, and wxy represents the conditional first decision point destination merge type. Using this example of a junction naming convention, following rules may be applied to model a physical road junction. For example, variables B, C, D, F, H, and Z remain unchanged as discussed above and variable A is no longer used. For road junctions that do not include an overpass or underpass, variables s, t, u, v, w, x, and y are omitted (e.g., may be represented as “_”). Variables E and G may support cloverleaf ramps that do not lead to merges. B is the number of originating lanes leading to the decision point, C is the number of originating lanes leading to the left path, and D is the number of originating lanes leading to the right path. E is the type of the left destination path, with “h” for a normal horizontal road, “u” for ascending (up) cloverleaf ramp that leads to a merge, “d” for descending (down) cloverleaf ramp that leads to a merge, “U” for ascending (up) cloverleaf ramp that does not lead to a merge, and “D” for descending (down) cloverleaf ramp that does not lead to a merge. F is the number of destination lanes in the left path. G is the type of the right destination path, with “h” for a normal horizontal road, “u” for ascending (up) cloverleaf ramp that leads to a merge, “d” for descending (down) cloverleaf ramp that leads to a merge, “U” for ascending (up) cloverleaf ramp that does not lead to a merge, and “D” for descending (down) cloverleaf ramp that does not lead to a merge. H is the number of destination lanes in the right path. Z is the number of overpass or underpass lanes (e.g., only present if E or G is “u” or “d”) allowing the lane count of the road crossing over or under to differ from the lane count of the cloverleaf ramp destination path.

To define the specific shape of the junction model, d defines the fork angles of the decision point (e.g., “F”<angle of left path>.<angle of right path>), e defines the destination link from the left path of the decision point (e.g., straight or curved), f defines the first extender from the destination link of the left path of the decision point (e.g., straight or curved), and g defines the second extender from the destination link of the left path of the decision point (e.g., straight or curved). Further, h defines the destination link from the right path of the decision point (e.g., straight or curved), i defines the first extender from the destination link of the right path of the decision point (e.g., straight or curved), and j defines the second extender from the destination link of the right path of the decision point (e.g., straight or curved). Additionally, s defines the originating link to the merge point (e.g., straight or curved), t defines the first extender from the originating link to the merge point (e.g., straight or curved), and u defines the second extender from the originating link to the merge point (e.g., straight or curved). Finally, v defines the fork angles of the merge point (e.g., “F”<angle of left path>.<angle of right path>), w defines the destination link from the merge point (e.g., straight or curved), x defines the first extender from the destination link from the merge point (e.g., straight or curved), and y defines the second extender from the destination link from the merge point (e.g., straight or curved).

To construct multiple decision point situations, the following naming convention may be used: BCD EFGH J LMN PQRS Z/d/efg/hij/kl/mno/pqr/stu/v/wxy; where BCD represents the originating link lane counts, EFGH represents the first decision point destination link lane counts, J represents the side of the second decision point, LMN represent the intermediate link lane counts, PQRS represent the second decision point lane counts, Z represents the conditional overpass/underpass lane count, d represents the first decision point fork type, efg represent the first decision point destination path type, hij represent the first decision point destination path type, kl represent the second decision point incoming link and second decision fork type, mno represent the second decision point destination path type, pqr represent the second decision point destination path type, stu represent the conditional first decision point incoming path type, v represents the conditional first decision point merge type, and wxy represent the conditional first decision point destination merge type. Similarly, variables B, C, D, E, F, G, H, J, L, M, N, P, Q, R, S, and Z remain unchanged as discussed above and variable A and K are no longer used. For road junctions that do not include an overpass or underpass, variables s, t, u, v, w, x, and y are omitted (e.g., may be represented as “_”). Variables E and G may support cloverleaf ramps that do not lead to merges.

Further, to define the specific shape of the junction model, in addition to d/efg/hij/stu/v/wxy as discussed above, k defines the intermediate link to the second decision point (e.g., straight or curve, and straight if the lane count is not constant), l defines the fork angles of the second decision point (e.g., “F”<angle of left path>.<angle of right path>), m defines the destination link from the left path of the second decision point (e.g., straight or curved), n defines the first extender from the destination link of the second decision point (e.g., straight or curved), o defines the second extender from the destination link of the second decision point (e.g., straight or curved), p defines the destination link from the right path of the second decision point (e.g., straight or curved), q defines the first extender from the destination link of the right path of the decision point (e.g., straight or curved), and r defines the second extender from the destination link of the right path of the decision point (e.g., straight or curved).

In an embodiment, the incoming path to the first decision point may continue to be represented solely by straight components to simplify pre-maneuver lane change guidance and to simplify the transition between pre-maneuver guidance and the guidance provided through the road junction. Further, the components connecting to forks may also be represented solely by straight components. In this example, restricting these component models to straight components may greatly limit the total number of component models necessary to accurately model a physical road junction.

Thus, to generate a 3D model of the physical junction, component models are assembled. With variable component models (e.g., addition of degrees of freedom, such as variable angles and lane counts), the component model naming convention from above is modified. For example, straight component models are provided as discussed above, but more complex models may be generated using curve models that may add or remove lanes and turn at any angle, and fork models that are variable with respect to the angle of each branch relative to the starting direction. For example, straight component models may adhere to the following convention: SXYZ; where “X” represents the number of lanes at the near end (in the driving direction) of the component model, “Y” represents the change in number of lanes on the left side between the near and far ends of the component model (e.g., positive when adding lanes and negative when removing lanes), and “Z” represents the change in number of lanes on the right side between the near and far ends of the component model (e.g., positive when adding lanes and negative when removing lanes). Further, curve component models may adhere to the following convention: CUV.W.X; where “U” represents the direction the curve bends (e.g., “L” if the curve bends toward the left or “R” if it bends toward the right), “V” represents the curve type (e.g., “h” for a normal horizontal road, “u” for ascending (up) cloverleaf ramp, or “d” for descending (down) cloverleaf ramp), “W” represents the turn angle (e.g., positive integral degrees in the direction of curvature defined by U; the angle between the normal vectors of the Start and End accessors), and “X” represents the number of lanes in the component model. Finally, fork component models may adhere to the following convention: FA.B.C.DE; where “A” represents the angle of the left path (e.g., positive integral degrees, with positive being in the direction away from the right path; the angle between the normal vectors of the start and left end accessors), “B” represents the angle of the right path (e.g., positive integral degrees, with positive being in the direction away from the left path; the angle between the normal vectors of the start and right end accessors), “C” represents the number of lanes at the near end of the component model (e.g., may be a one- or two-digit number, hence the need for the period), “D” represents the number of destination lanes in the left path, and “E” represents the number of destination lanes in the right path.

In various embodiments, the lane counts may not vary when components are assembled (e.g., component models may inherit the lane count of from part of the path closest to the nearest decision point). However, in other embodiments, lane counts may vary, and may result in a more complex junction template name and look-aside table. For example, in an embodiment, only the curve angle of a cloverleaf curve component model may vary. In this embodiment, the number of variations supported depends on the number and nature of the fork component variations (e.g., assuming overpasses and underpasses always cross the originating path perpendicularly). Further, to add more junction configurations, the road merging into a cloverleaf ramp on the approach to an overpass/underpass is now optional. This will require variations of cloverleaf ramps with more angular rotation so they can reach all the way around to the overpass/underpass path without first connecting to a Fork component at the merge.

FIGS. 21A-21B depict an example of generating physical road junction models using componentized junction models with variable geometries. FIGS. 21A-21B depict a model of a junction named:

431h2u1R322h3h1/F0.25/R10SL10/R235_/SF0.40/R10SL30/SR20S/R15R45S/F10.0/S_.

Using the variable component models, the road junction model may realistically and closely match the shape of the physical road junction.

FIG. 22 illustrates an example server device according to an embodiment. The server 125 includes a processor 300, a communication interface 305, and a memory 301. Additional, different, or fewer components may be provided. The processor 300 may be any processor suitable for the execution of a computer program include, by way of example, both general and special purpose microprocessors, and one or more processors of any kind of digital computer. Generally, a processor receives instructions and data from a read only memory, a random access memory or both. The server 125 may be coupled to a database 123 a and a workstation 310. Additional, different, or fewer components may be provided. The workstation 310 may be used by a user to access the server 125. The database 123 a may store map or other geographic data, and information collected by mobile devices 122 (e.g., vehicle and environmental parameters).

FIG. 23 illustrates an example flowchart for the server device of FIG. 22 according to an embodiment. Additional, different or fewer acts may be provided. The method is provided in the order shown. Other orders may be provided and acts may be repeated.

At act 201, the server 125 maps a plurality of physical road junction and stores the map data in a memory 301 or a database 123 a. For example, the server 125 maps a physical road junction using an algorithm. Further, various routes through a physical road junction may be mapped separately. Alternatively, the server 125 maps a physical road junction based on information received from mobile devices 122. Further, a map of one or more physical road junctions may be received from another location, such as a third party provider of map data.

At act 203, the server 125 defines a plurality of road junction configurations and stores the configurations in a memory 301 or a database 123 a. For example, a different set of road segment models correspond to and may be assembled for each of the plurality of road junction configurations. In an implementation, each of the plurality of road junction configurations defines either a single-decision junction or a double-decision junction. Further, each of the plurality of road junction configurations includes one or more of curved road segment models, fork road segment models and/or straight road segments. Each of the plurality of road segment models varies by shape, lane count or both. For example, straight road segment models may vary by a lane count that includes a first number of lanes entering the straight road segment model and a second number of lanes exiting the straight road segment model. Likewise, curved road segment models may vary by a curve direction including a right curve or a left curve, by a curve type including a horizontal curve, an ascending curve or a descending curve, and by a lane count. Further, fork road segment models may vary by a fork type including a left exit, a right exit or a bifurcation, and by a lane count including a first number of lanes entering the fork road segment model, a second number of lanes exiting the fork road segment model to the left and a third number of lanes exiting the fork road segment to the right. In another embodiment, the component models may also vary by curve angle, fork angle and lane angle. Further, extender component models may be provided leading to and leading away from other component models, such as forks, exits and other components.

At act 205, server 125 selects one of the plurality of road junction configurations for a route through the physical road junction. For example, a road junction configuration may be selected using the characteristics of the mapped physical road junction. At act 207, the server 125 generates a model of the physical road junction by assembling the set of road segment models corresponding to the selected road junction configuration. The generated model of the road junction may be a three-dimensional or two-dimensional model. At act 209, the server 125 renders the model of the physical road junction. For example, the rendered model of the road junction may be a static two-dimensional rendering or an animated three-dimensional rendering. At act 211, the server 125 or a mobile device 122 displays the rendered model of the road junction. For example, the model may be displayed along with driving directions or other instructions for navigating the route through physical road junction.

FIG. 24 illustrates an example mobile device according to an embodiment. The mobile device 122 includes a processor 200, a memory 204, an input device 203, a communication interface 205, position circuitry 207, and a display 211. Additional, different, or fewer components are possible for the mobile device 122.

The processor 200 may be any processor suitable for the execution of a computer program include, by way of example, both general and special purpose microprocessors, and anyone or more processors of any kind of digital computer. Generally, a processor receives instructions and data from a read only memory, a random access memory or both.

The positioning circuitry 207 may include a Global Positioning System (GPS), Global Navigation Satellite System (GLONASS), or a cellular or similar position sensor for providing location data. The positioning system may utilize GPS-type technology, a dead reckoning-type system, cellular location, or combinations of these or other systems. The positioning circuitry 207 may include suitable sensing devices that measure the traveling distance, speed, direction, and so on, of the mobile device 122. The positioning system may also include a receiver and correlation chip to obtain a GPS signal. Alternatively or additionally, the one or more detectors or sensors may include an accelerometer built or embedded into or within the interior of the mobile device 122. The accelerometer is operable to detect, recognize, or measure the rate of change of translational and/or rotational movement of the mobile device 122. The mobile device 122 receives location data from the positioning system. The location data indicates the location of the mobile device 122.

The input device 203 may be one or more buttons, keypad, keyboard, mouse, stylist pen, trackball, rocker switch, touch pad, voice recognition circuit, or other device or component for inputting data to the mobile device 100. The input device 203 and the display 211 may be combined as a touch screen, which may be capacitive or resistive. The display 211 may be a liquid crystal display (LCD) panel, light emitting diode (LED) screen, thin film transistor screen, or another type of display.

The controller 200 and/or processor 200 may include a general processor, digital signal processor, an application specific integrated circuit (ASIC), field programmable gate array (FPGA), analog circuit, digital circuit, combinations thereof, or other now known or later developed processor. The controller 200 and/or processor 200 may be a single device or combinations of devices, such as associated with a network, distributed processing, or cloud computing.

The memory 204 and/or memory 301 may be a volatile memory or a non-volatile memory. The memory 204 and/or memory 301 may include one or more of a read only memory (ROM), random access memory (RAM), a flash memory, an electronic erasable program read only memory (EEPROM), or other type of memory. The memory 204 and/or memory 301 may be removable from the mobile device 122, such as a secure digital (SD) memory card.

The communication interface 205 and/or communication interface 305 may include any operable connection. An operable connection may be one in which signals, physical communications, and/or logical communications may be sent and/or received. An operable connection may include a physical interface, an electrical interface, and/or a data interface. The communication interface 205 and/or communication interface 305 provides for wireless and/or wired communications in any now known or later developed format.

The mobile device 122 may be assisted driving vehicles. Assisted driving vehicles include autonomous vehicles, highly assisted driving (HAD), and advanced driving assistance systems (ADAS). Any of these assisted driving systems may be incorporated into mobile device 122. Alternatively, an assisted driving device may be included in the vehicle. The assisted driving device may include memory, a processor, and systems to communicate with the mobile device 122.

The term autonomous vehicle may refer to a self-driving or driverless mode in which no passengers are required to be on board to operate the vehicle. An autonomous vehicle may be referred to as a robot vehicle or an automated vehicle. The autonomous vehicle may include passengers, but no driver is necessary. These autonomous vehicles may park themselves or move cargo between locations without a human operator. Autonomous vehicles may include multiple modes and transition between the modes. The autonomous vehicle may steer, brake, or accelerate the vehicle based on the merge notification.

A highly assisted driving (HAD) vehicle may refer to a vehicle that does not completely replace the human operator. Instead, in a highly assisted driving mode, the vehicle may perform some driving functions and the human operator may perform some driving functions. Vehicles may also be driven in a manual mode in which the human operator exercises a degree of control over the movement of the vehicle. The vehicles may also include a completely driverless mode. Other levels of automation are possible. The HAD vehicle may control the vehicle through steering or braking in response to the merge notification.

Similarly, ADAS vehicles include one or more partially automated systems in which the vehicle alerts the driver. The features are designed to avoid collisions automatically. Features may include adaptive cruise control, automate braking, or steering adjustments to keep the driver in the correct lane. ADAS vehicles may issue controls for these feature in response to merge notification.

Driving assistance may be provided based on the junction model and an array of sensors that may include any combination of a brake sensor, a steering sensor, an environment sensor, a vehicle sensor, an optical sensor, and an inertial sensor. Additional, different, or fewer sensors may be used.

The brake sensor may be a brake pedal sensor that detects displacement of the brake pedal of the vehicle. The brake sensor may detect the actuation of the brake pads near the wheel of the vehicle. The brake sensor may be a circuit that detects operation of the brakes through an anti-lock brake system. The steering sensor may be a steering wheel sensor that detects movement of the steering wheel of the vehicle. The steering sensor may detect the angle of the steering wheel. The steering sensor may detect the angle of the front wheel of the vehicle. The environment sensor may detect the environment of the vehicle. The environment sensor may include a weather sensor such as a thermometer, barometer, or a rain sensor. The rain sensor may detect the movement of windshield wipers. The vehicle sensor may detect an operation of the vehicle. The vehicle sensor may include a throttle sensor that measures a position of a throttle of the engine or a position of an accelerator pedal, a speedometer sensor, or a tachometer sensor. The vehicle sensor may detect a malfunction of the vehicle. For example, the vehicle sensor may be a tire pressure sensor. The optical sensor may include a camera, a LiDAR device, a proximity sensor, or another sensor configured to detect distances to nearby objects or when a nearby object exists. The optical sensor may send a signal that reflects off another object and is detected by the optical sensor. The inertial sensor may include an inertial measurement unit (IMU) including one or more of an accelerometer, a gyroscope, and a magnetic sensor. The inertial sensor may generate data indicative of the acceleration, deceleration, rotational acceleration, and rotation deceleration experienced by the vehicle.

FIG. 25 illustrates an example flowchart for the mobile device of FIG. 24 according to an embodiment. Additional, different or fewer acts may be provided. The method is provided in the order shown. Other orders may be provided and steps may be repeated.

At act 301, the mobile device 122 receives a plurality of characteristics of a road junction. At act 303, the mobile device 122 selects a set of road segment models corresponding to the characteristics of the road junction along the desired route. For example, each of the each of road segment models varies by shape, lane count or both. At act 305, the mobile device 122 generates a three-dimensional model of the road junction by assembling the set of road segment models. At act 307, the mobile device 122 renders the three-dimensional model of the physical road junction. At act 309, the mobile device 122 displays the rendered model of the road junction.

As discussed above, a variety of straight, curve and fork road component models may be used to model a physical road junction. The various road component models may vary in terms of curvature, lane count and length. Deliberate selection of road component models that match the shape of the physical road junction may be performed using source map data representing the physical road junction. FIG. 26 illustrates an example of road geometry matching with componentized junction models. FIG. 26 depicts source map data representing a road network, including a physical road junction. The source map data may represent the road network as a graph of road centerlines. In the example depicted in FIG. 26, the map data includes line segments 601A-601E. A physical road junction (e.g., a fork) is represented by line segments 601A, 601B and 601C. FIG. 26 also depicts various road component models matched to the map data. The road component models include 603A-603F. The line segments 601A, 601B and 601C are matched to fork component model 603B.

Matching the source map data with road component models may increase the visual accuracy of the resulting junction view image. Thus, the fidelity of the junction views may be substantially improved by matching a set of component models to the general shape of the road. The junction image may more recognizable, allowing a user to more confidently identify the junction view image as representing the physical road junction in order to perform a driving maneuver that is being displayed. As greater geometric accuracy is obtain, storage requirements of the navigation system may increase. However, componentized junction models provides a space-efficient methodology for depicting a physical road junction. Further, the definition of a “good” match is subjective, and the algorithm employed may balance aesthetic considerations with more easily quantifiable measures of accuracy to maximize the overall recognizability of the resulting image.

FIG. 27 illustrates an example flowchart for the server device of FIG. 22. Additional, different or fewer acts may be provided. The method is provided in the order shown. Other orders may be provided and acts may be repeated.

At act 401, the server 125 defines and/or receives a plurality of road component models. For example, the server 125 may receive a set of predefined road component models. The road component models include fork component models, straight component models and curved component models. Each of the road component models may vary by curvature, lane count, length or a combination thereof. For example, as discussed above, the straight component models vary by a lane count including a first number of lanes entering the straight road component model and a second number of lanes exiting the straight road component model.

At act 403, the server 125 defines, receives and/or processes map data representing a physical road junction. For example, the map data may include line segments of a fixed length representing the physical road junction. Alternatively, the map data may be processed by dividing the map data into line segments of a fixed length.

At act 405, the server 125 selects some of the road component models to characterize the physical road junction represented by the received map data. For example, the server 125 selects a fork component model for characterizing a divergence or a convergence in the physical road junction. Referring to FIG. 26, the server 125 selects a fork component model 603B to characterize the divergence from line segment 601A into line segments 601B and 601C. The server 125 also selects straight or curved component models for each line segment leading from the divergence or convergence. As discussed below, this selection may be performed using a direction algorithm. Referring to FIG. 26, the server 125 selects component models 603C and 603D for line segments 601B and 601C, respectively. The server 125 also selects straight or curved component models for each line segment not leading from the divergence or convergence. As discussed below, this selection may be performed using a distance algorithm. Referring to FIG. 26, the server 125 selects component models 603E and 603F for line segments 601D and 601E, respectively.

At act 407, the server 125 defines a road junction configuration for the physical road junction using the selected road component models. At act 409, the server 125 or mobile device 122 generates, renders and/or displays a model of the physical road junction by assembling the set of road component models corresponding to the defined road junction configuration. As discussed above, the generated model of the physical road junction may be a three-dimensional model.

Selecting road component models to characterize the physical road junction may be performed using various algorithms. For example, the selecting may involve use of direction and distance algorithms. Alternative implementations may vary the circumstances under which the above direction and distance algorithms are applied. In an implementation, the direction algorithm is applied first to match the general shape of the junction near the split point, followed by the distance algorithm. This implementation may sacrifice a degree of positional accuracy while minimizing positional deviations to match the shape of the road. This selection is performed as described below.

For a physical road junction, such as a road split (e.g., diverging paths) or merge point (e.g., converging paths), a fork component model may be selected. For example, for a road split, a subset of the predefined fork component models matching the lane counts and lane connectivity of all paths leading to (i.e., entering the split) or from the split (i.e., exiting the split) is selected. The subset of fork component models may vary in terms of angles between the input path and the output paths (e.g., one input path and two output paths in the case of a two-way split). In alternative implementations, other finer aspects the fork shape may be included in the selection process.

Using the subset of fork component models selected based on lane connectivity, a best fit fork component model is selected based on the angles between the input path(s) and the output path(s). For example, for a road split, the direction of the input path of the fork component model near the split point is determined to match the direction of the line segment near the split point in the map data. The orientation of the input path of the fork segment is used as a reference direction for determining the angles between the input path and the output paths.

A distance is calculated for the fork component models from the split point to the far end of each output path. Then, for each output path, a corresponding point is determined in the line segment of the map data at the calculated distance from the split. The angle between the input path direction (e.g., the reference angle) and the line segments extending from the split point are determined as the angles of the output paths. A fork component model is selected from the subset of fork component models that most closely matches the angles of the output path(s).

Between fork component models, straight and curve component models may be used to characterize the non-branching curvilinear paths represented in the map data. The overall model of a physical road junction generally has a finite size. Thus physical road junction may be expressed as a finite number of straight and curve component models that proceed outward from one or more key fork component models. For each line segment of the map data, lane count from the map data may be used to select a subset of straight and curve component models. For example, when lane counts differ between two adjacent line segments, road component models with lane count transitions are used. For example, a line segment in the map data includes two lanes and the next line segment includes three lanes, then the first line segment may be represented by a straight component model starting out with two lanes and increasing to three lanes and the next line segment may be represented by a three-lane curve component model. Using the position of and the characteristics of the selected fork component model for reference, straight and curve component models may be selected.

For each path leaving a fork component model to the end of the road junction or to another fork component model, relatively straight sequences of line segments are identified that can be modeled as a sequence of perfectly straight component models. Using a sequence of straight component models may avoid wavy paths in the junction image that may result from using a sequence of curve component models with a finite quantized set of curvatures that “chase” the road network map data. As discussed above, the input map data may be composed of a connected set of straight line segments of varying lengths. If the input map data is not composed of connected line segments, processing may be applied to the input map data to generate a modified version of the graph with paths that are subdivided into short straight sections (e.g., generally of a fixed length, such as 1 or 5 meters, and with lengths of leftover stretches near a split point or the terminal edge of the junction allowed to vary). The positions of line segment end points and split points in the modified map data aligns with the original road network graph, however points in between may not be exactly aligned.

To identify relatively straight sequences of line segments, the longest sequence of line sections are identified that satisfy the following example conditions anywhere along a path out of a fork section model and to the limit of the junction model or the next fork section model. First, a reference angle is determined from the first line segment's orientation (e.g., zero), and an angle is determined for each line segment in the sequence (e.g., the angle between line segment and the reference angle, either positive or negative). Next, the sum of the angles of each line segment in the sequence is determined to be greater than or less than a pre-defined threshold (e.g., 10 degrees). The predefined threshold is chosen to be subjectively judged as a more or less straight path overall, therefore if the sum of the angles is greater than the predefined threshold, the sequence fails this condition. Lastly, for each consecutive pair of line segments with angles having the same arithmetic sign (e.g., either both positive or both negative), the sum of the consecutive line segment angles is determined to be less than or greater than another pre-defined threshold (e.g., 5 degrees). Again, the predefined threshold is chosen to as subjectively more or less straight locally. Other alternative conditions may also be used. There may be multiple sequences separated by non-straight line segments. Each sequence is treated similarly and independently.

For straight or curved section models that connect directly to a fork section model and that are not part of a straight sequence as discussed above, a direction algorithm may be used. A subset of straight and curved section models are selected that match the lane count, and possibly lane count transition, of the line segment leading from the split point, starting from the point corresponding to end of the exit path of the fork component model. Next, a reference angle is set by the exit path of the fork segment allowing the straight or curved section model to seamlessly join the fork component model during modeling. The end point of the line segment is computed by adding the length of the straight or curved component models to the end of the exit path of the fork component model. An angle is computed between a tangent at the end of the line segment and a tangent of end of the length of the straight or curved component model. The straight or curved component model with the smallest computed angle is selected from the subset of straight and curved component models.

For straight or curved component models that do not connect directly to a fork section model and are not part of a straight sequence as discussed above, a distance algorithm may be used. A subset of straight and curved section models are selected that match the lane count, and possibly lane count transition, of the line segment leading from the end point of a previous road component model. Next, a reference angle set by the end of the previous road component model allowing the straight or curved section model to seamlessly join the road component model during modeling. The end point of the line segment is computed by adding the length of the straight or curved component models to the end of the previous road component model. The distance between the end point of the line segment and the end point of the previous component model is computed. The straight or curved component model with the smallest computed distance is selected. The distance algorithm may be repeated by moving along the map data path until the limit of the junction model is reached or another split point in the map data is encountered.

FIG. 28 illustrates an example flowchart for the mobile device of FIG. 24 according to an embodiment. Additional, different or fewer acts may be provided. The method is provided in the order shown. Other orders may be provided and acts may be repeated. At act 501, the mobile device 122 receives a plurality of road component models. Alternatively, the mobile device 122 is manufactured or programmed to include a plurality of predefined road component models that are accessible by the mobile device 122 in subsequent acts. At act 503, the mobile device 122 receives map data that includes line segments representing a physical road junction. Alternatively, the mobile device 122 is manufactured or programmed to include predefined map data that is accessible by the mobile device 122 in subsequent acts. The predefined map data may be updated over time.

At act 505, the mobile device 122 selects some of the plurality of road component models to characterize the physical road junction using the received map data. For example, the mobile device 122 may select a fork component model for characterizing a divergence or a convergence in the physical road junction by identifying a subset of fork component models from the plurality of road component models based on a fork lane count and a fork lane connectivity for the physical road junction, and by select the fork component model from the identified subset of fork component models based on angles of output paths of the physical road with respect to an input path of the physical road junction.

At act 507, the mobile device selects a plurality of straight component models for characterizing one or more sequences of connected straight line segments. For example, the mobile device 122 may identify a sequence of connected straight line segments by establishing a reference angle based on a direction of a first line segment in a sequence, by determining an angle for each subsequent line segment in the sequence with respect to the reference angle, by determining whether the sum of the angles for each of the subsequent line segments is less than a first threshold and by determining whether the sum of the angles for each pair of consecutive line segments are less than a second threshold. If the first threshold and second threshold are satisfied, the plurality of straight component models are used to characterize the sequence of connected straight line segments.

At act 509, the mobile device 122 selects a straight or curved component model for each line segment leading from the divergence or convergence that is not part of the one or more sequences of connected straight line segments. For example, the mobile device 122 identifies an endpoint of each line segment leading from the divergence or convergence, determines an angle between the end point of each line segment leading from the divergence or convergence relative to a direction of a corresponding output path of the fork model and selects a straight or curved component model for each line segment leading from the divergence or convergence based on the determined angle. Determining the endpoint of each line segment leading from the divergence or the convergence may include adding the length of a road component model to the selected fork component model. Selecting a straight or curved component model for each line segment leading from the divergence or convergence may include selecting a straight or curved component model with the smallest angle that is greater than the determined angle.

At act 511, the mobile device 122 selects a straight component model or a curved component model for each line segment that is not leading from the divergence or convergence and that is not part of the one or more sequences of connected straight line segments. For example, the mobile device identifies an endpoint of each line segment that is not leading from the divergence or convergence, determines a distance to the endpoint of each line segment relative to an end of a preceding road component model, and selects a straight or the curved component model for each line segment that is not leading from the divergence or convergence based on the determined distance. For example, the straight or curved component model with the minimum determined distance is selected.

Referring back to FIG. 1, map databases, such as geographic databases 123 a and 123 b, are used in computer-based systems that provide useful features to users. For example, map databases are used for the identification of routes to destinations or points of interest. A navigation system determines the optimum route to be taken by the end user to travel from the origin to the destination location from map data stored in a geographic (or map) database. Map databases are also used in advanced driver assistance systems, such as curve warning systems, adaptive cruise control systems and headlight aiming systems. Map databases are also used in systems that improve vehicle fuel economy, such as systems that optimize transmission gear selection taking into account upcoming slope and speed changes.

As shown in FIG. 1, a master copy of the geographic database 123 a may be stored at the server 125, and a local copy of the geographic database 123 b may be stored at the mobile device 122. In one example, the local copy of the database 123 b is a full copy of the geographic database, and in another example, the local copy of the database 123 b may be a cached or partial portion of the geographic database. The cached portion may be defined based on a geographic location of the mobile device 122 or a user selection made at the mobile device 122. The geographic databases 123 a and 123 b may be a geographic database including road links or segments. Additional, different, or fewer components may be provided.

The geographic databases 123 a and 123 b may store or maintain geographic data such as, for example, road segment or link data records and node data records. The geographic databases 123 a and 123 b may also store or maintain one or more look-aside tables (LAT). The link data records are links or segments representing the roads, streets, or paths. The node data records are end points (e.g., intersections) corresponding to the respective links or segments of the road segment data records. The road link data records and the node data records may represent, for example, road networks used by vehicles, cars, and/or other entities.

Each road segment may be associated with two nodes (e.g., one node represents the point at one end of the road segment and the other node represents the point at the other end of the road segment). The node at either end of a road segment may correspond to a location at which the road meets another road, i.e., an intersection, or where the road dead-ends. Each road segment may be associated with zero or more shape points. Shape points are an ordered sequence of vertices that indicate the shape of the road as a polyline between the nodes. The road shape may also be represented by an analytical curve such as a B-spline, Bezier curve, Clothoid curve or other curve types. The road segments may include sidewalks and crosswalks for travel by pedestrians.

Each of the road segments or links may be associated with various attributes or features stored in lists that are not byte aligned. The road segment data record may include data that indicate a speed limit or speed category (i.e., the maximum permitted vehicular speed of travel) on the represented road segment. The road segment data record may also include data that indicate a classification such as a rank of a road segment that may correspond to its functional class. The road segment data may include a segment ID by which the data record can be identified in the geographic database 123. The road segment data, nodes, segment IDs, attributes, fields, and other data may be organized in data structures described above.

The road segment data may include data identifying what turn restrictions exist at each of the nodes which correspond to intersections at the ends of the road portion represented by the road segment, the name or names by which the represented road segment is known, the length of the road segment, the grade of the road segment, the street address ranges along the represented road segment, the permitted direction of vehicular travel on the represented road segment, whether the represented road segment is part of a controlled access road (such as an expressway), a ramp to a controlled access road, a bridge, a tunnel, a toll road, a ferry, and so on. The additional road segment data may be organized in data tree structures. Alternatively, the data tree structures may be included in a separate database, for example, internal to the server 125 and/or the mobile device 122, or at an external location.

The server 125 may send map updates to the mobile device 122. The server 125 may update a particular tile of the geographic database 123. The server 125 may send updates to the master copy of the geographic database 123 a and/or send updates to the local copy of the geographic database 123 b. The server 125 may generate an update script or patch file for the navigation data and transmit the update script or patch file to the mobile device 122 to update the local copy of the database 123 b.

The mobile device 122 may be a personal navigation device (“PND”), a portable navigation device smart phone, a mobile phone, a personal digital assistant (“PDA”), a tablet computer, a notebook computer, and/or any other known or later developed mobile device or personal computer. The mobile device 122 may also be an automobile head unit, infotainment system, and/or any other known or later developed automotive navigation system. Non-limiting embodiments of navigation devices may also include relational database service devices, mobile phone devices, car navigation devices, and navigation devices used for air or water travel.

The mobile device 122 may be configured to execute routing algorithms to determine an optimum route to travel along a road network from an origin location to a destination location in a geographic region. Using input from the end user, the mobile device 122 examines potential routes between the origin location and the destination location to determine the optimum route. The mobile device 122 may then provide the end user with information about the optimum route in the form of guidance that identifies the maneuvers required to be taken by the end user to travel from the origin to the destination location. Some mobile devices show detailed maps on displays outlining the route, the types of maneuvers to be taken at various locations along the route, locations of certain types of features, and so on.

The computing resources may be divided between the server 125 and the mobile device 122. In some embodiments, the server 125 performs a majority of the processing. In other embodiments, the mobile device 122 performs a majority of the processing. In addition, the processing may be divided substantially evenly between the server 125 and the mobile device 122.

The map developer system in server 125 and the mobile device 122 are coupled with the network 127. The phrase “coupled with” is defined to mean directly connected to or indirectly connected through one or more intermediate components. Such intermediate components may include hardware and/or software-based components. Many mobile devices 122 may connect with the network 127.

The network 127 may include wired networks, wireless networks, or combinations thereof. The wireless network may be a cellular telephone network, an 802.11, 802.16, 802.20, or WiMax network. Further, the network 127 may be a public network, such as the Internet, a private network, such as an intranet, or combinations thereof, and may utilize a variety of networking protocols now available or later developed including, but not limited to TCP/IP based networking protocols.

The term “computer-readable medium” includes a single medium or multiple media, such as a centralized or distributed database, and/or associated caches and servers that store one or more sets of instructions. The term “computer-readable medium” shall also include any medium that is capable of storing, encoding or carrying a set of instructions for execution by a processor or that cause a computer system to perform any one or more of the methods or operations disclosed herein.

In a particular non-limiting, exemplary embodiment, the computer-readable medium can include a solid-state memory such as a memory card or other package that houses one or more non-volatile read-only memories. Further, the computer-readable medium can be a random access memory or other volatile re-writable memory. Additionally, the computer-readable medium can include a magneto-optical or optical medium, such as a disk or tapes or other storage device to capture carrier wave signals such as a signal communicated over a transmission medium. A digital file attachment to an e-mail or other self-contained information archive or set of archives may be considered a distribution medium that is a tangible storage medium. Accordingly, the disclosure is considered to include any one or more of a computer-readable medium or a distribution medium and other equivalents and successor media, in which data or instructions may be stored. These examples may be collectively referred to as a non-transitory computer readable medium.

In an alternative embodiment, dedicated hardware implementations, such as application specific integrated circuits, programmable logic arrays and other hardware devices, can be constructed to implement one or more of the methods described herein. Applications that may include the apparatus and systems of various embodiments can broadly include a variety of electronic and computer systems. One or more embodiments described herein may implement functions using two or more specific interconnected hardware modules or devices with related control and data signals that can be communicated between and through the modules, or as portions of an application-specific integrated circuit. Accordingly, the present system encompasses software, firmware, and hardware implementations.

In accordance with various embodiments of the present disclosure, the methods described herein may be implemented by software programs executable by a computer system. Further, in an exemplary, non-limited embodiment, implementations can include distributed processing, component/object distributed processing, and parallel processing. Alternatively, virtual computer system processing can be constructed to implement one or more of the methods or functionality as described herein.

Although the present specification describes components and functions that may be implemented in particular embodiments with reference to particular standards and protocols, the invention is not limited to such standards and protocols. For example, standards for Internet and other packet switched network transmission (e.g., TCP/IP, UDP/IP, HTML, HTTP, HTTPS) represent examples of the state of the art. Such standards are periodically superseded by faster or more efficient equivalents having essentially the same functions. Accordingly, replacement standards and protocols having the same or similar functions as those disclosed herein are considered equivalents thereof.

A computer program (also known as a program, software, software application, script, or code) can be written in any form of programming language, including compiled or interpreted languages, and it can be deployed in any form, including as a standalone program or as a module, component, subroutine, or other unit suitable for use in a computing environment. A computer program does not necessarily correspond to a file in a file system. A program can be stored in a portion of a file that holds other programs or data (e.g., one or more scripts stored in a markup language document), in a single file dedicated to the program in question, or in multiple coordinated files (e.g., files that store one or more modules, sub programs, or portions of code). A computer program can be deployed to be executed on one computer or on multiple computers that are located at one site or distributed across multiple sites and interconnected by a communication network.

The processes and logic flows described in this specification can be performed by one or more programmable processors executing one or more computer programs to perform functions by operating on input data and generating output. The processes and logic flows can also be performed by, and apparatus can also be implemented as, special purpose logic circuitry, e.g., an FPGA (field programmable gate array) or an ASIC (application specific integrated circuit).

As used in this application, the term ‘circuitry’ or ‘circuit’ refers to all of the following: (a)hardware-only circuit implementations (such as implementations in only analog and/or digital circuitry) and (b) to combinations of circuits and software (and/or firmware), such as (as applicable): (i) to a combination of processor(s) or (ii) to portions of processor(s)/software (including digital signal processor(s)), software, and memory(ies) that work together to cause an apparatus, such as a mobile phone or server, to perform various functions) and (c) to circuits, such as a microprocessor(s) or a portion of a microprocessor(s), that require software or firmware for operation, even if the software or firmware is not physically present.

This definition of ‘circuitry’ applies to all uses of this term in this application, including in any claims. As a further example, as used in this application, the term “circuitry” would also cover an implementation of merely a processor (or multiple processors) or portion of a processor and its (or their) accompanying software and/or firmware. The term “circuitry” would also cover, for example and if applicable to the particular claim element, a baseband integrated circuit or applications processor integrated circuit for a mobile phone or a similar integrated circuit in server, a cellular network device, or other network device.

Processors suitable for the execution of a computer program include, by way of example, both general and special purpose microprocessors, and anyone or more processors of any kind of digital computer. Generally, a processor receives instructions and data from a read only memory or a random access memory or both. The essential elements of a computer are a processor for performing instructions and one or more memory devices for storing instructions and data. Generally, a computer also includes, or is operatively coupled to receive data from or transfer data to, or both, one or more mass storage devices for storing data, e.g., magnetic, magneto optical disks, or optical disks. However, a computer need not have such devices. Moreover, a computer can be embedded in another device, e.g., a mobile telephone, a personal digital assistant (PDA), a mobile audio player, a Global Positioning System (GPS) receiver, to name just a few. Computer readable media suitable for storing computer program instructions and data include all forms of non-volatile memory, media and memory devices, including by way of example semiconductor memory devices, e.g., EPROM, EEPROM, and flash memory devices; magnetic disks, e.g., internal hard disks or removable disks; magneto optical disks; and CD ROM and DVD-ROM disks. The processor and the memory can be supplemented by, or incorporated in, special purpose logic circuitry.

To provide for interaction with a user, embodiments of the subject matter described in this specification can be implemented on a device having a display, e.g., a CRT (cathode ray tube) or LCD (liquid crystal display) monitor, or projector, for displaying information to the user and a keyboard and a pointing device, e.g., a mouse or a trackball, by which the user can provide input to the computer. Other kinds of devices can be used to provide for interaction with a user as well; for example, feedback provided to the user can be any form of sensory feedback, e.g., visual feedback, auditory feedback, or tactile feedback; and input from the user can be received in any form, including acoustic, speech, or tactile input.

Embodiments of the subject matter described in this specification can be implemented in a computing system that includes a back end component, e.g., as a data server, or that includes a middleware component, e.g., an application server, or that includes a front end component, e.g., a client computer having a graphical user interface or a Web browser through which a user can interact with an implementation of the subject matter described in this specification, or any combination of one or more such back end, middleware, or front end components. The components of the system can be interconnected by any form or medium of digital data communication, e.g., a communication network. Examples of communication networks include a local area network (“LAN”) and a wide area network (“WAN”), e.g., the Internet.

The computing system can include clients and servers. A client and server are generally remote from each other and typically interact through a communication network. The relationship of client and server arises by virtue of computer programs running on the respective computers and having a client-server relationship to each other.

The illustrations of the embodiments described herein are intended to provide a general understanding of the structure of the various embodiments. The illustrations are not intended to serve as a complete description of all of the elements and features of apparatus and systems that utilize the structures or methods described herein. Many other embodiments may be apparent to those of skill in the art upon reviewing the disclosure. Other embodiments may be utilized and derived from the disclosure, such that structural and logical substitutions and changes may be made without departing from the scope of the disclosure. Additionally, the illustrations are merely representational and may not be drawn to scale. Certain proportions within the illustrations may be exaggerated, while other proportions may be minimized. Accordingly, the disclosure and the figures are to be regarded as illustrative rather than restrictive.

While this specification contains many specifics, these should not be construed as limitations on the scope of the invention or of what may be claimed, but rather as descriptions of features specific to particular embodiments of the invention. Certain features that are described in this specification in the context of separate embodiments can also be implemented in combination in a single embodiment. Conversely, various features that are described in the context of a single embodiment can also be implemented in multiple embodiments separately or in any suitable sub-combination. Moreover, although features may be described above as acting in certain combinations and even initially claimed as such, one or more features from a claimed combination can in some cases be excised from the combination, and the claimed combination may be directed to a sub-combination or variation of a sub-combination.

Similarly, while operations are depicted in the drawings and described herein in a particular order, this should not be understood as requiring that such operations be performed in the particular order shown or in sequential order, or that all illustrated operations be performed, to achieve desirable results. In certain circumstances, multitasking and parallel processing may be advantageous. Moreover, the separation of various system components in the embodiments described above should not be understood as requiring such separation in all embodiments, and it should be understood that the described program components and systems can generally be integrated together in a single software product or packaged into multiple software products.

One or more embodiments of the disclosure may be referred to herein, individually and/or collectively, by the term “invention” merely for convenience and without intending to voluntarily limit the scope of this application to any particular invention or inventive concept. Moreover, although specific embodiments have been illustrated and described herein, it should be appreciated that any subsequent arrangement designed to achieve the same or similar purpose may be substituted for the specific embodiments shown. This disclosure is intended to cover any and all subsequent adaptations or variations of various embodiments. Combinations of the above embodiments, and other embodiments not specifically described herein, will be apparent to those of skill in the art upon reviewing the description.

The Abstract of the Disclosure is provided to comply with 37 C.F.R. § 1.72(b) and is submitted with the understanding that it will not be used to interpret or limit the scope or meaning of the claims. In addition, in the foregoing Detailed Description, various features may be grouped together or described in a single embodiment for the purpose of streamlining the disclosure. This disclosure is not to be interpreted as reflecting an intention that the claimed embodiments require more features than are expressly recited in each claim. Rather, as the following claims reflect, inventive subject matter may be directed to less than all of the features of any of the disclosed embodiments. Thus, the following claims are incorporated into the Detailed Description, with each claim standing on its own as defining separately claimed subject matter.

It is intended that the foregoing detailed description be regarded as illustrative rather than limiting and that it is understood that the following claims including all equivalents are intended to define the scope of the invention. The claims should not be read as limited to the described order or elements unless stated to that effect. Therefore, all embodiments that come within the scope and spirit of the following claims and equivalents thereto are claimed as the invention. 

We claim:
 1. A method comprising: identifying a plurality of predefined road component models; determining a first characteristic for at least one of the plurality of predefined road component models, the first characteristic including at least a segment type; determining a second characteristic for at least one of the plurality of predefined road component models; receiving map data representing lanes of a road junction having the first characteristic and the second characteristic; selecting a subset of the plurality of road component models to characterize the road junction based on the first characteristic and the second characteristic; modeling the road junction using the set of the plurality of road component models according to a first code for the first characteristic and a second code for the second characteristic; calculating a route through the road junction based on the map data and the first characteristic or the second characteristic; and displaying the road junction in association with the calculated route.
 2. The method of claim 1, wherein the segment type is straight, curved, or forked.
 3. The method of claim 1, wherein the second characteristic for the at least one of the plurality of predefined road component models includes at least one lane count.
 4. The method of claim 3, wherein the at least one lane count includes a first count for an originating road link and a second count for a destination road link.
 5. The method of claim 3, wherein the at least one lane count includes an overpass count or an underpass count.
 6. The method of claim 1, wherein the modeled road junction comprises a first component model selected in response to the first code and a second component model selected in response to the second code.
 7. The method of claim 1, wherein the road junction includes an origin link that divides into one or more destination links.
 8. The method of claim 1, wherein the road junction includes an origin link that divides into one or more intermediate links, the one or more intermediate links dividing into two or more destination links.
 9. An apparatus comprising: a memory configured to store a plurality of predefined road component models; and a controller configured to: access the plurality of predefined road component models from the memory; determine a first characteristic for at least one of the plurality of predefined road component models, the first characteristic including at least a segment type; determine a second characteristic for at least one of the plurality of predefined road component models; receive map data representing lanes of a road junction having the first characteristic and the second characteristic; select a subset of the plurality of road component models to characterize the road junction based on the first characteristic and the second characteristic; model the road junction using the set of the plurality of road component models according to a first code for the first characteristic and a second code for the second characteristic; calculate a route through the road junction based on the map data and the first characteristic or the second characteristic; and generate a display of the road junction in association with the calculated route.
 10. The apparatus of claim 9, wherein the second characteristic for the at least one of the plurality of predefined road component models includes at least one lane count.
 11. The apparatus of claim 10, wherein the at least one lane count includes a first count for an originating road link and a second count for a destination road link.
 12. The apparatus of claim 11, wherein the at least one lane count includes an overpass count or an underpass count.
 13. The apparatus of claim 9, wherein the road junction comprises a first component model selected in response to the first code and a second component model selected in response to the second code.
 14. The apparatus of claim 9, wherein the modeled road junction includes an origin link that divides into one or more destination links.
 15. The apparatus of claim 9, wherein the road junction includes an origin link that divides into one or more intermediate links, the one or more intermediate links dividing into two or more destination links.
 16. A non-transitory computer readable medium including instructions that when executed are configured to cause a processor to perform: identifying a plurality of predefined road component models; determining a first characteristic for at least one of the plurality of predefined road component models, the first characteristic including at least a segment type; determining a second characteristic for at least one of the plurality of predefined road component models; receiving map data representing lanes of a road junction having the first characteristic and the second characteristic; selecting a subset of the plurality of road component models to characterize the road junction based on the first characteristic and the second characteristic; modeling the road junction using the set of the plurality of road component models according to a first code for the first characteristic and a second code for the second characteristic; calculating a route through the road junction based on the map data and the first characteristic or the second characteristic; and generate a display of the road junction in association with the calculated route. 